2600 FEDERAL AVE 2022 PORT OF EVERETT Plans 2025-09-11 (2)

E CODE COMPLIANCE GENERAL NOTES: ,YPICAL COMPONENT SIZES Z z {€ LANDINGS:PLATFORM UNITS CAN BE BOLTED TOGETHER FOR URGER IBC 2019.CHAPTER 10 COMPLIANT Sit pLA��45 '' 1. THESE PUNS AND SPELIFIU710N5 ARE NOT VALID FOR ANY OTHER ASSEMBLY THAN L7 Sy1 RAMPS:48'WIDE UNITS CAN BE BOLTED TOGETHER TO FORM A 2. RAMP SLOPE MAX.RISE.1:12 PRODUCTS PRODUCED BY WFL[ouE RAUP calf�,PRODUCTS PRODUCED THE 2 N 0! 3`n (VERT/NOR2) STANDMOS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. - a MAN MUM AX.30'RAMP RUN 2. THE RAMP SYSTEM,STAIRS AND PLATFORM HAVE BEEN OESIONEO TO MEET IBC TARS:uplL 6'-7'RISE.12'TREAD•18"WIDE Inc.wx CROSS SLOPE,NA%.=2x REOUIRELIENTS,THE VERTICAL DESIGN LOADINC CRITERIA G 100 PST UNIFORM WE LOAD Z l7 E a= o E. Welcome Ramp Systems) 11\ ND 30D/LVE OR DEAD CONCENTRATED LOAD.USES FOR LOADS IN EXCESS OF THOSE N T•WHERE DOOR CLEARANCE ALLOWS,STAIRS CAN BE ADDED TO 4, STAIR RISE 7'MAX..MA%. 4'MW. STATcO ABOVE REQUIRE REDESIGN BY W ON RAMP SY T uS IN w CDmp.nent Aluminum Ramp System for S. DESIGN LOADING: 3. RAMP DESIGN LIMITS:THE SLOPE SMALL BE 1:12,THE MA%IMUM CROSS SLOPE SMALL ANY ALL OF THE CONFIGURATIONS SHOWN BELOW. BE LESS THAN ZR.THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT m "- Fs?•; Sale.User-Friendly BUljt11n9 Atte$S. 5.1. DECK/RAMP 100 PSF ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48'FROM THE PLATFORM TO FINISHED L�0 5.2. STAIR TREAD 300 LBS./TREAD F WWWWeICOmB2mpSySlemS.LOm 5.3. RMUNG 50 PLF/200 LOS.CONC. 4. WELCOME RAMPS.PLATFORMS.AND STAIRS ARE DESIGNED TO BE FREE STANDING. m 5.4.LATERAL LOAD 600/PEDESTRIAN OYNAWC S. DETAILS SHOW'MOST USED HEIGHTS,OTHER HEIGHTS ARE SIMILAR. ? LOADING ER 30-FT RAMP OP ER WIND LOAD t35 MPH,EXP C.KM-2.0 MATERIAL SPECIFICATIONS S.S.SEISMIC LOAD SEs-t.O.SEISMIC UT.'0' pI ANKIN+ fi. DOOR CLEARANCE AS REQUIRED BY IBC. THIS DESIGN IS LIMITED TO GALVANIZED METAL PLANKING MATERIALS. • RAMP:ALL PLANKING SMALL BE 13 w 12'W x 1 1/2-DEEP. d 7. STANDARD 1 ONE MLL FOR COMPONENTS 30' • PLATFORM:ALL PLANKING SMALL BE 13 w 12'W x 1-1/2'D.SEE PLAN FOR OR LESS FROM GRADE TO WALKING SURFACE LENGTH' i, OF RAMP,LANDING,OR STAIR. STAIRS:ALL PLANKING SHALL BE I w 12'W x Z'DEEP, S. 42'VERTICAL PICKET GUARDRAIL i0R :FGe LEVELING FEET ASSUMED TO BE PULED ON SUITABLE FIRM BEARING GROUND. p7f COMPONENTS OVER 30'FROM GRADE TO LE.MATERIAL SMALL BE 1-1/2"SO.X.120"ALTUBING. WALKING SURFACE OF RAMP.LANCING.OR LEG POCKETS SMALL BE 1.791'SO X A25'AL TUBING. STAR. ADJUSTING BOLT-3/8-X 2-1/4-GRADE 5 CAP SCREW W/NYLON LOCK NUT.ZINC PLATED 9. GRASPABLE CONTINUOUS HANDRAIL AT 35'OFF AI uu: @LIS i�T,"1�• RAMP,PLATFORM.OR STAIR NOSING.INSTALL • THE 1-1/2'AL HANDRAIL SMALL BE 6063-TS WITH A YIELD STRESS OF 15 KSI. BOTH SIDES OF STAIRS-0 RAMP. ALL OTHER ALUMINUM PARTS SHALL BE EO5T-TB ALUMINUM WITH A YIELD STRESS OF 35 KSI. J Z 10.HANDRAILS TO EXTEND 12'HORIZONTALLY OVER HAND MILS: d WALKING SURFACE AND RETURN TO WALL OR STAIRS AND RAMPS:USE 1-1/2"SO.X 5/32"THICK WALLED TUBING FOR POSTS AND Z RAIL COLUMN. HORIZONTAL MILS EXCEPT THE TOP 1-1/2"ROUND HAND MIL STANDARD HANDRAIL(W/O PICKETS)IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF Ln 11.RAMP AND MAILINGS TO HAVE CURES WHICH DO 30'AND LESS. ALL PLATFORM HEIGHTS ABOVE 30'SHALL USE PICKET STYLE N Q NOT ALLOW PASSAGE OF 4'SPHERE WHERE NANDRAIL. cc W B" BO'-B' 4-8. ORIGINAL POSITION OF SPHERE IS WITHIN 4'OF PLATFORM:USE 1-1/2 SO.X 5/32"THICK WALLED TUBING FOR POSTS AND ALL W U THE WALKING SURFACE HORIZONTAL MILS. U HEIGHT:TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 36 INCHES VERTICALLY Z at W 11 FCQMNG INFORMATION: • ABOVE WALKING SURFACES. K 20'-1'-RAMP g'-0 1/2" 16'-0 3/4" 5-0 1/2" 30'-3" 12i12"PRE-MANUFACTURED AM PAC wEL.INc. �LU LU REQUIRED UNDER ALL ADJUSTABLE LEGS. ALL REFERENCES TO WELDING ON FUN SET REFER TO IN-PUNT FABRICATION.NO W ON-SITE WELDING IS REQUIRED. • FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY A THIRD PARTY INSPECTOR AND IN ACCOROMCE WITH ANSI/AWS 01.2 CODE Q O • WE LD SIZES ARE EOUAL OR URGER THAN THE ELEMENT BEING WELDED. Z�Z • WELDING IS ALL AROUND UNLESS OTHERWISE NOTED.CARE IS TAKEN TO AVOID EXCESS L W WARPING OF WELDED ELEMENTS. W Q FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2. R410 R410 P55 R48 ER48 P55 BOLTS• c a o ALL BOLTS SHALL BE GRADE 5 ZINC PLATED.UNLESS OTHERWISE SPECIFIED. PROVIDE W LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE at co C DECK EL=18" DECK EL=36" in SPECIFIED. j FWT • HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN SDS CAPACITY FOR ADDITIONAL IILLLu FACTOR F WEN AND DO NOT REQUIRE SPECIAL INSPECTION. L U O pO nZINC PLATED$10.1j'•SELF TAPPING. ' O GO P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 1D H Y DECK EL=36" DECK EL=36" Ln I w m (5)TREADS W/(6) (5)TREADS W/(6) RISERS®6'a 36" di- STAIR,FIELD VERIFY RISERS O 6" 36' yyyLLL I STAIR.FIELD VERIFY o BREAKROOM +36" RESTROOMS +36" IN e (31 t/2'W Boos Y.'NOSING RADIUS. k'N EOwuYt''SPACED THR TOP s BOTTOM 3- 1/4•X 7' STAIR"NO ALUMINUM PLATE (4)3/8'BOLTS.TYP.PER IMOPIATFORM. TREAD ACCESS ^r•�N 1 PLATFORM TRENDS PER STAIR PLAN W HDG MY VARES 1/2"-CLEAR 11•Ru BETWEEN GUARDRAILS 47-15/16• '� AL STAIR — Z MT CALV. PLANK, (n 3'-70"- CLEAR STEEL�' 2'x12'z51' Q N 17'xl}',]'FILLER ANGLE BETWEEN HANDRAILS 0'-1 3 4" W ~ PU E ENDS UNDER TREAD / 1/a'x B'ALUM. (n J BETWEEN PLATE CMRIAGE _ 4'-7'R V Q HOLDDOWN ANGLE TO SECURE _ HANDRAIL k 7 RISE } .16 W IN PLACE GUARDRAIL LEVEUNG FOOT N d T d `o L SGIEAI/2"=1 Q Z �I�w aJ Ln d W N Q 4"-7'HIGH � (�� T-SHAPE DIj'R.r uAcou,cALv.RA CLOSED RISERS ` 12" 0 U Q srsal f ua FUTiPAM - 0'-1 1/2` p T-SHAPE EXTRUSION ENO SFCIION AOIA[EM BMIIMNR 42"HIGH VERTICAL 4= J Q Z END PLATE TE PLATE PICKET GUARDRAIL HWDRATL 5�++ END PLATE Q SECTION A 34"-36"HIGH �` o DETAIL 60N' F- RAM, CONNECTION N Z 1 Tn SCALE.3".1' 1/4• TREAD ON HANDRAIL 41ONG X 1-3/4' �• XPLAN 1-3/4'X 025" t/�` TRACTION 1 • K - AL ANGLE WITH(2) . TREAD 3/8'TACK SCREWS LWN ANTD POST. WELD a------ ALL TO ARGUE W N Z= O DETAIL 3 'w-MOUND. 3TLI-1/2-A.125•AL ` I SEE OEWL 6 FOR n PLATE W/fECN SUIE'10/L2D'.t' HANDRAIL BOTH SIDE OF RAMP CONNECTION DETAIL SEE DETAIL J AUCN'S T g O<Z SIGNET p SECTOON row HAMDNaLD AucNUENT f"'<1••H W o wo jinx 0 E r<w SUPPORT RAIL S.OR 10' LENGTH OF �� NLk GRADE 3 HOLES PER �U Y--�� pLATFORM SrnPPORT MIL h 5S STANDARD STAIR CONSRNUC110N ~i Z~WON w SUPPORT,TYP ]bW 5�C ¢¢ SECTION B TITIAN rn L TO BUI TUN- (GUAR RAIL SHOWN FOR STAIRS HIGHER THAN 307 O N RAMP SUPPORT RAIL SCALE 3'a 1' DETAIL 3 e ¢¢ SCALE: LLON T.HAND RAIL 1}'zla'x.125 AL.ANGLE j 2 .125 50. i W F'- OLT DOWN FOR TREAD. U Y 3/4 O OLT AT MIDDLE AND ON . < NG 1]'.1]'x 125' S0. 42"VERTICAL PICKET GUARDRAIL THR�ED ENDS THROUGH a 3 INSERT.WELD TO ADJUSTMENT O m L-SHAPE 4'GRADE 5 D - ]'AL BASE PLATE SPMEF�E pM TO PREVENT u'6_'O 1:12 SLOPE TYP. /�' `\\ WHDI OVER 30'ELEVATION.BOTH \V L MT BAR THAT iv O SIDES OF STAIR. U r r }' t CTS RAMP STRINGERS 4-SO.TP. >LL SEE SECTION C B 3-7/2" \ / t I O i-'•'O 4.4.K PIER BASE I a DETAIL 5 L2•^P:w (2)5/18'A I AL PLATE WELDED TO EMING FOOT 2 w wXHOLES f COftNptS I ;. 1 0N TO MAKE CONTINUOUS E PLATFORM SCALE 3'>•1'WITH SPACE 2'APART20N•CENTER.MLTS. X / INSTALL B CLEAR IN A• O i' " 'TP OF ALLHANDRAL ANCHORS. WE1D'EXiRUDEO T-BAR SHAPE ON ENDS lj'111 .120'SO.CUBE MOM \\ ND HOER PLATE OF EACH RAMP SECTION A LEG SLEEVES MEMBER W MIDDLE T EACH RAUP AROUND HOOYPDETAIL E SECTION.WELD TO LEG POCKETS AND 2•%2'x 3/16' iV ZGE(3)(GRADE 3)R"EQUAL SPACED BOROM Oi E%ikUOFD L-BM SHAPE NOSING DETAIL RECEIVER TUBE ~ ¢O W~? BOLTS WIZEN JOINING RAMP SECTIONS 5-LONG CYYP.) \� W O•�","D U —12'x12'BEMIN.PAO.'I.. TOGETHER. NOTE:USE THIS MU.9 '-i POST W/(1)SDS25112 THRLT EB TYPi V T N T WITH GUARDRAIL) FOR TOTAL PLATFORM NOTE USE THIS RAILING STAR PLANK, 1/4 MARGIN.TYP. (1)OF(2)HOIFs IN POSE G HDCHT GREATER TWIG MR TO T11 PUT-OR. 2•%12•% FOT TO PAO SCALE}"el'-0' 30-INCHES. 1• HEGHT GREATER THAN I;- 30-INCHES. SP L 7 AL MCLE IV SECTION C oFTML I-STAIR MAN.RAIL '3/16?TIUCK STAIR DETAIL 6NANDRAIL TIE D RS-1.0 RAMP END TRANSITION ENO LFG SCALE`1/2'-1' TREAD STIFFENER H4NDR41 ONN ON I OF I SCALE:3'-l' SCALE:3'-1•